Stress–strain model for concrete confined by FRP composites

Author:

Youssef Marwan N.,Feng Maria Q.,Mosallam Ayman S.

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference37 articles.

1. ACI 440.2R-02. Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. American Concrete Institute, Farmington Hills, Michigan, 2003.

2. De Lorenzis L. A comparative study of models on confinement of concrete cylinders with FRP composites. Division of Building Technology, Chalmers University of Technology, Work No. 46, Publication: 01:04.

3. Demers M, Hebert D, Labossiere P, Neale KW. The strengthening of structural concrete with aramid woven fiber/epoxy resin composite. In: Proceedings of advanced composite materials in bridges and structures II, Montreal, August 1995. p. 435–42.

4. Experimental and analytical modeling of concrete-filled fiber-reinforced polymer tubes subjected to combined bending and axial loads;Fam;ACI Struct J,2003

5. Harries KA, Kestner J, Pessiki S, Sause R, Ricles J. Axial behavior of reinforced concrete columns retrofit with FRP jackets. Second international conference on composites in infrastructure ICCI’98, Tucson, Arizona, USA, 5–7 January 1998.

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